Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 109
NEHConst SA NE HAL IW AL ----- CONCLUSION an Estimation of recovering cost Cost of each component in the system i.e. structure and fitting of adsorbing barges and precessing vessels , mooring system , plants , consumables , labour and ...
NEHConst SA NE HAL IW AL ----- CONCLUSION an Estimation of recovering cost Cost of each component in the system i.e. structure and fitting of adsorbing barges and precessing vessels , mooring system , plants , consumables , labour and ...
Page 150
a attraction of tether system is judged by its contribution to the total TLP cost and the objective is to identify the lowest cost design . If not reduced by design , the increasing weight of tethers in eeper depths would lead to an ...
a attraction of tether system is judged by its contribution to the total TLP cost and the objective is to identify the lowest cost design . If not reduced by design , the increasing weight of tethers in eeper depths would lead to an ...
Page 153
As a result , the unit cost rates used here are inevitably approximate and generalised into three categories : deck , hull and tethers , involving only the material and fabrication costs . Assessments of the costs of technology ...
As a result , the unit cost rates used here are inevitably approximate and generalised into three categories : deck , hull and tethers , involving only the material and fabrication costs . Assessments of the costs of technology ...
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Contents
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
PIPELINES | 40 |
Copyright | |
38 other sections not shown
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Common terms and phrases
analysis angle applied assumed axial bending cable calculated characteristics clay coefficient components Conference considered core cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation field Figure flow forces frequency function geometry given included increase installation International length limit linear load lower mass material matrix maximum measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position predicted presented pressure problem production range ratio REFERENCES response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel void ratio wave weight wire